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RISS 인기검색어
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- 저자 : 신은철 (검색결과 458 건)
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신은철,김두환 한국철도학회 2000 한국철도학회논문집 Vol.3 No.2
The general concept of reinforced roadbed in the high-speed railway is to cope with the soft ground for the bearing capacity and settlement of foundation soil. The cyclic plate load tests were performed to determine the behavior of reinforced ground with multiple layers of geogrid underlying by soft soil. With the test results, the bearing capacity ratio, elastic rebound ratio, subgrade modulus and the strain of geogrids under loading were investigated. Based on these plate load tests, laboratory model tests under cyclic loading were conducted to estimate the effect of geogrid reinforcement in particular for the high-speed rail roadbed. The permanent settlement and the behavior of earth pressure in reinforced roadbed subjected to a combination of static and dynamic loading are presented.
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전면 발광 유기 발광 소자용 반투명 금속의 전기적 및 광학적 특성
신은철,안희철,김태완,Shin, Eun-Chul,An, Hui-Chul,Kim, Tae-Wan 한국전기전자재료학회 2008 전기전자재료학회논문지 Vol.21 No.10
Electrical and optical properties of semitransparent Ag and Al layer were studied, which are used for the electrodes in top-emission organic light-emitting diodes. Sheet resistance and transmittance of visible light through a thin layer were measured and analyzed. Several thin metal layers of Ag and Al were deposited onto a glass substrate up to a thickness of 50 nm using a thermal evaporation. Sheet resistance measurements show that a layer thickness is needed more than 15 nm and 20 nm for Ag and Al, respectively, when a proper sheet resistance is assumed to be less than $50{\Omega}/sq$. From the measurements of transmittance of visible light through a thin-metal layer, metallic behavior was observed when the layer thickness is over 25 nm for both films. Thus, from a study of sheet resistance and transmittance of visible light, a minimum proper thickness of semitransparent metal layer is 20 nm and 25 nm for Ag and Al, respectively.
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순환토사의 벤토나이트-폴리머 혼합비에 따른 매립지 차수재 적용성에 관한 연구
신은철,이희문 한국지반신소재학회 2019 한국지반신소재학회 논문집 Vol.18 No.4
이 연구에서는 경제적인 매립장 설계를 위해 점토차수재를 순환토사와 벤토나이트-폴리머 혼합 차수재로 활용하는 방안을연구하였다. 순환토사는 모래가 90.58%이고 세립분이 1.88%이며 입도가 불량한 모래질 흙인 SP를 사용하였다. 순환토사는벤토나이트를 4%, 6%, 8% 혼합하여 투수실험을 한 후 해성점토에 벤토나이트를 2%, 3%, 4% 혼합한 시료와 비교하였다. 점토는 3%에서 투수기준을 만족하였으며, 순환토사는 8%에서 투수기준을 만족하였다. 폐기물 매립장의 차수기준에 맞는시료를 만들기 위해 벤토나이트 혼합비가 4%인 시료를 대상으로 폴리머를 0.16%, 0.24%, 0.28% 혼합하여 투수시험을 하였다. 동일한 혼합비로 일축압축시험을 하여 시방기준에 만족하는지 확인하였다. 벤토나이트 혼합비가 증가할수록 투수계수와 일축압축강도는 감소하였다. 폴리머 혼합시 강도는 초기에 증가한 후 일정한 값을 유지하였다. 폴리머 혼합시 벤토나이트 혼합비를50% 이상 감소시킬 수 있음을 확인하였다. 폐기물매립장 바닥차수재로서 순환토사-벤토나이트-폴리머 혼합시료는 벤토나이트 혼합비 4%, 폴리머 혼합비 0.28%에서 투수계수는 1.0×10-7cm/sec 이하, 일축압축강도는 500kPa 이상을 만족하여 폐기물매립장의 혼합차수재로 활용이 가능함을 확인하였다. In this study, it was studied recycled soils with bentonite-polymer mixture in order to design economic landfill instead of clay liner. Recycled soil was used as SP, a sandy soil with 90.58% sand and 1.88% silt and clay. The recycled soils were mixed with 4%, 6%, and 8% bentonite by weight, and then compared with samples mixed with 2%, 3%, and 4% bentonite by weight in marine clay. Recycled soil satisfied the permeability criteria at 8%, and clay soil satisfied at 3%. In order to make a sample that satisfies the standard of the waste landfill, a permeability test was conducted by mixing 0.16%, 0.24%, and 0.28% of the polymer in a sample having 4% bentonite mixing ratio. The unconfined compression strength test was carried out at the same mixing ratio to confirm that the specification was satisfied. As the bentonite mixture ratio increased, the permeability coefficient and unconfined compression strength decreased. The strength in polymer mixing increased initially and then maintained a constant value. At 4% bentonite mixing ratio and 0.28% polymer mixing ratio, the coefficient of permeability was 1.0×10-7cm/sec or less, and the unconfined compression strength was over 500 kPa. It was confirmed that it can be used as a mixed liner material of waste landfills.
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